한국지반공학회논문집 (Journal of the Korean Geotechnical Society)

  • 제32권1호
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  • Pages.55-62
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  • 2016
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  • 1229-2427(pISSN)
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  • 2288-646X(eISSN)
한국지반공학회 (Korean Geotechnical Society)
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공극 네트워크 모델을 이용한 주문진표준사의 함수특성곡선 및 상대투수율 예측에 관한 연구

Prediction of Soil-Water Characteristic Curve and Relative Permeability of Jumunjin Sand Using Pore Network Model

  • 서형석 (연세대학교 토목환경공학과) ;
  • 윤태섭 (연세대학교 토목환경공학과) ;
  • 김광염 (한국건설기술연구원 Geo-인프라연구실)
  • Suh, Hyoung Suk (School of Civil and Environmental Engrg., Yonsei Univ.) ;
  • Yun, Tae Sup (School of Civil and Environmental Engrg., Yonsei Univ.) ;
  • Kim, Kwang Yeom (Korea Institute of Civil Engrg. and Building Technology)
  • 투고 : 2015.12.03
  • 심사 : 2016.01.07
  • 발행 : 2016.01.31
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초록

본 연구에서는 공극 네트워크 모델을 이용하여 사질토의 함수특성곡선을 수치해석적으로 획득하였다. 주문진표준사의 시편을 고해상도 3차원 X-ray CT 촬영하여 공극 영상을 획득하였고, 이를 공극방과 공극목으로 이루어진 관망으로 재구성하였으며 이 때 관의 반경은 공극목의 최소반경으로 정의하였다. 모세관압에 영향을 미치는 공극목의 반경은 세선화알고리즘과 유클리디언 거리변환을 통해 계산하였다. 수치해석적으로 얻은 함수특성곡선을 실험결과와 비교하였으며, 수치해석 결과는 실험결과에 비해 공기함입치가 과대평가 되었으나 전체 모세관압은 유사한 분포를 나타냈다. 또한 실험결과로부터 도출된 상대투수율은 높은 포화도에서 수치해석 결과에 비해 큰 값을 보였다.

This study presents the numerical results of soil-water characteristic curve for sandy soil by pore network model. The Jumunjin sand is subjected to the high resolution 3D X-ray computed tomographic imaging and its pore structure is constructed by the web of pore body and pore channel. The channel radius, essential to the computation of capillary pressure, is obtained based on the skeletonization and Euclidean Distance transform. The experimentally obtained soil-water characteristic curve corroborates the numerically estimated one. The pore channel radius defined by minimum radii of pore throat results in the slightly overestimation of air entry value, while the overall evolution of capillary pressure resides in the acceptable range. The relative permeability computed by a series of suggested models runs above that obtained by pore network model at high degree of saturation.

키워드

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피인용 문헌

  1. X-ray CT 이미지를 이용한 암석의 특성 평가 방안 vol.29, pp.6, 2016, https://doi.org/10.7474/tus.2019.29.6.542
  2. Stability Analysis of Soil Flow Protector and Design Method for Estimating Optimal Length vol.11, pp.16, 2021, https://doi.org/10.3390/app11167314